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Theory of Structures

Theory of Structures
The ratio of crippling loads of a column having both the ends fixed to the column having both the ends hinged, is

3
1
4
2

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Theory of Structures
A compound truss may be formed by connecting two simple rigid frames, by

Three bars
Three bars intersecting at a point
three parallel bars
Two bars

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Theory of Structures
In plastic analysis, the shape factor for a circular section, is

1.3
1.2
1.5
1.7

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Theory of Structures
The ratio of maximum and average shear stresses on a rectangular section, is

1.5
1.25
2.5
1

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Theory of Structures
The shape factor of standard rolled beam section varies from

1.10 to 1.20
1.40 to 1.50
1.30 to 1.40
1.20 to 1.30

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Theory of Structures
The yield moment of a cross section is defined as the moment that will just produce the yield stress in

The fibre everywhere
The inner most fibre of the section
The outer most fibre of the section
The neutral fibre of the section

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